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Home My WebLink AboutS-382004O N 00 M 1 C) All W (SEE NOTE 7) �r LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE 1919D NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 85W MAX. DENSITY EXCEPT DIRECTLY ONER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN WE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MMNER AS TO ENSURE FLOW LINE 15 MAINTAINED. J. WENCH WIDTH SHALL BE PER SECTION 2-08.4 OF THE STANDARD SPECIFICATIONS. DEPA MENT PIPE BEDDING AM DEPARTMENT FOR SANITARY SEWERS OCTOBER W- DEPARTMENT •$• - 11 N.L. SOCKET HD Y A.C. SCREW 1 Y4• LONG (BRONZE OR SES) JI• A 2• RAISED PADS 6• CONCRETE CLASS WOOL 45' (1/6) BEND ANY (1/8) BEND SAND OR EXPANDABLE FOAM ITER TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES 1. BE AND 6" CLEANOUTS ON SEWER MAI SHALL BE EAST JORDAN IRE WORKS, INC. No. M98 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS. POUR A 1'-0' THICK. 2'-0" SQUARE CONCRETE. CLASS 3000. PRD AROUND THE RING AND COVER. PUBLIC WORKS H OR 6 INCH GLEAN 3UT WED' FIAH - 40S,1 DEPARTMENT FOR SANITARY SEWER MAINE BEPTEYBER 2011 L e EEAM EQUAL M NO SEARS TBW. BEEF MAKES ASRToISF 14 DIM� PTO CEMENT EQUAL Mo-TA RAST« FB NIN WATER W AND r O'"lID B4£ 1.1 MINNEAPOLIS AT LID ME OCTAL A -AI FEWER GATE MIN COAR SE 1/4, SW 1/4, SEC OS, T. 23 N., R.OSE., W.M. KING COUNTY, WASHINGTON r�P O BY ME M /TYK ED SORT 1 / MWFA MING "YAWS ONE TO HaSE 6 ED BRow iE-33 OR"ITE MET yxnu urz Iu Nelex, MUELLER ELLE 3/4-11-2470-2 /4- MW -24 0- BcMNAEGMm HAITI BN1 VALVE ON x AND CONRMATION STM NTN ALL METAL EWO MN�R6ET/t `AIM I- MERCK F AN PARENTS THREATS (CC), CLACK JCNT MNMI MAARK 21-AL>YTMW IXa V 1-1-21)0-2 (B/� ITION -O) OR ANY M9CNMD HIDDEN DDM D PIREI . PACLWI XN6 PI (1" FDINC-A-D) OR AY MCCO ABLE MEET ANC2E B41 VALVE AND MAGE CHECK VALVE ON pITET. ALL R21NC5 ISRAEL BE WM WICK JOINT. NOTE: R BO¢S INSTAY2O NMN CON E RTE M RAIN DNIEWAYS MI4L BE CAST -TRW EWAL M OLMOM FWNDARY. EVPWMM MW15 RUSH BE NBT4Im M BDM WES OF MEMO BOR. A— A ENDS r ME HIM FW MR (A m AM IEThR MAD) RMGIISAO RACE L _ 2-I /E' W. FR A «EAIFSr E- — T AND FRET EDR E RT UB LL MR RW IrII NOTE: ME CENTER M ME ROU: MUST BE AT RAST C FROM UNDENRAM RIBS UNLESS ME RIB YACMG ALLOWS ME NUT M MAI AOA"SE ME OVEN DOE M MEM MAN CNE MR ® PUBLIC WORKS �i AND 1' WATER SERVICE �. PI1W - MAOI DEPARTMENT NOVEMBER 2008 03/4"AND 1" WA7ER S W VKZ x.Ls. sm. PW! - 32AI B } NG SEWER PIPE y1 WM FEW SM WMIt ;I B H 2', 4" S1W MARKING POST PAINTED WHITE WM ME AMD •SERER' STENCILED IN Y ND1 BUOR LETTERS AND 40 WRE MMPfED MWND THE SND AND EXTENDED TD ME rE E ME SINCE 6^ ME BEIRUT AND SUBMIT SEWER (� SM. "A4DxI FOR \ IBSTALLATIOM ELY) ACCOUNTANTS Mo UMTS FOR MM SEWER L NECT S M MAN �-I `ACP CLA55• RENES ME AS FDUDAY A WITHOUT CLAY MM - CUT N A NEW SECTION E SUMER YMN MM A NEW WE URUC REMGE DECREASE 6• CRUSHED (FEWKD E APPROVED IMAM B (RANGE MAN - NT IN A NEW ECTW E SEWER MAIN WIN A NEW TEE USING REMd CGAl1NG5 (FENS E APPRDWD EWAL), C M MAN - CORE-ROLIfD MM A ROWS SMDS NEW APPRDHD OR GRIND, SEAL MTHEDGE EQUAL) E CUT N A NEW TEE USING FROKE (ONWUNO& 0. WEI RCN MAIN - NMyADLLED WM A ROI SQUARE OE OR CENTER OF LANE THE APPROVED EQUAL) E MINIMUM CONNECTION - AL CENEC2KNS M MANHOLES SHALL BE AT MMEACRRSO INOE-W3 E ME sTNLMWW ORAL E CDM -ROLLED. 60" ALLOWABLE MAX. FOR CAST IRON ARE OR DUCTILE IRON PIPE ,,.DS SOOp PSI MIX M�f,�t�G^'' CONCRETE BLOCKING N�V�DP 19 BV i MFA1�' _ (R` yE MIN SLOPE HERZORTA 8" SIOE CUTLET IEEeRMMN SFWFA 6" MIN. CONCRETE OF ME AT MAIN MAIN BLOCKING ANDF BETWEEN 25• AND 45• DE&III MESE SEM.BR NOTE: UNLESS DTHERMSE SHOWN ON PLAN. SDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5• LOWER THAN ME LOWEST HOUSE ELEVATON, WHICHEVER 15 LOWER, PUBLIC WORKS STANDARD SIDE SEWER _ • • DEPARTMENT INSTALLATION N (SEWER MAIN TO PROPERTY LINE) M9d1 1 4061 MUCH READ AM IM UOUNTED ON STEEL NEAR CEMENT WNI r OF, "TOBLE CIFEIX VOW �USDBLY TRUE WN4FJAN ASSEMBLY AS LANE OF THE � EVANGELIST 45hv. H"� AREAS IBM BE WE AM Ir ALL ONE INUCH ME AT FL. MINUTES 41 MET MULD WE. FIL 6 WE RL lA FOR LILLY 17 ED I F 18 1 1- LBI A, VE CWME CHECK vKW ALLIN FREY CAUL,Wilyinu1o0 EZDr" PLAN ".PWPNvrn MAINFRAME OF USE COUNTY WEAI SORED�RESILIENT VALMER MUCH MAI) "2 COEx TPCUNH YE W NOTE_ COsS M Llm BOE N MER. L INSURE VAULT N RAMONC AWA IM N PAMQ 2. 4- AN��Wpw� cs AND MET TO ME CAST PW ISE rW 10' ASSEMBLY 12 s REIWMARY MV T WI WE WORM UNCq 1/r 54 FOR HE AYBLY IR VALVES AT MAX OF INSTALLATCH M IT FW 0' ASY«BLY ME PN IN VAULT mwFG METER COMPLETE 55111 m WMR KAT Ix ANNIH AOM"p THED[ ABY rMAI A NEIw MM Y_ ANDG MASTER A INSTALL.cuVwan TAMP FW ACGn UIM ro OA"wrt W SHOWN MAN !METER S AFTER NOTE MRAWNW, MAN WCVA MAN) CATCH BU9N W WN102M BVA Y -PASS RVA MUST BE rFzrzP SANSACWRXV A CMT. HEALTH MMM BACMF A DENY CA RET HEWN N K 9A M TY N ACTIVATION OF MEW ANNE "o MST MIM COMPAQ= FCUNI F. Ss TO FEE TEST OCCUR NM K E. FAM ENDS E IN. CA B' me ROB CLASS 52 NHE WE CwwR u1EP. LINDEN N Dr. END VIEW IF SO MAN) PUBLIC WORKS SAB• 810• DOUBLE DETECTOR CHECK SN. PWW - 3602 DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION MARCH 2010 3 6"8"&10"IDOUBLEDBBCfOR a Rx ASSEAffiLYW1T11 STANDPIPBOUTSIDB INSCALLA7TON NTS. SM.. AM - "..2 LANE LINE MARKING T•-6• STANDARD VEHICI£ MIEEL PATH 4.S• MIN. L•IN \ �-I `ACP CLA55• MIN,. 6• CRUSHED L 2 CLASS •B•COURSE SURFACING TOP 425 2• SAWCUT AND REMOVEEDGE OF PAVEMENT, - OR GRIND, SEAL MTHEDGE OF CURSE &GUTTER, AR4000W OR CENTER OF LANE THE CRUSHED ROCK. FLOWABLE Fill- OR ILLOR AS REQUIRED By ENGINEER MINIMUM ACP CLASS 'E' AN BSENATE BE: PARROPAL/MINE/COBECTE NATURAL STREETS h INWSIPIAL ACCESS STREETS - 6' ACP CLASS 'E' or B. RESIRNPAL ACCESS SWEETS - 2' ACP CLASS 'E' or FIT% NOTE: UPON REQUEST E ERpNEER, NEW ROADWAY PAWAERT SECTOR MAY BE DESIGNED USING M APPROVED METHOD FOR TYPICAL WNGRDOWAL PATCH AND OVBRMT RTERMINING PAVEMENT THICKNESS. FOR ORES PA ADOVEYIMT AOOP RD CITY A nAml®MAIm J e HAI AND B alfiTELLLiMUCH MENTRroMMUN<AT�ON EN FT MPE OCE, METER MUST READ INI WE AGO ACT ELENA IDA" A' TECO ELSENTLLEILLGOMAR TOUCH READ PT TE Ep C5Ex5Ox MOpXTEO O STEEL REH RICANFIBERR THROUGH 2' DIA SAILITED TOM IN COVER Mi UP PIT LID ANN R185 I%E "HAND (EQUALVAULT 2LM 23.3 31"1ND PLATE DOMB" R. 6 4' CA 3' UVEROUND WATER METER NE) EDURT TO Ni LIN COMPOUND MGM WIN WONNOTAREH RESOLUTION(W R RESUCE 1 Pin SUPPORT MEN AM 4'0' DUKE. CANCENTRIC STANCHION AMS ALL ORBITAL MEIERS FANO DEVICE COLORATIONS ARE NOT NOW d INCLUDEDINME STANDARD W [ALLIANCE. GAIN SUNNI LEQUIRED BY IS NOT VT 1 OW 0'AN 0 GAINED INSTALLATION REQUIRED By ME VTOIv w<IVEfPmE DEBT FOR ME PRINCIPAL REOUIREMENTS REGARDING VAULT SIONG ARE THE (WHICH CEMXANCSAUDI OF E SHALL BED CA RA CLEARANCE xIMUM O 12- FROM VAULT ENDS LAND ME SE CLEARANCE SHOULD BE AS TYPICALLY SUDAN ON ME VARIOUS STANDARD ETAI 1. SEARSNOTE DEADVAN BLOCK SHALL WE DESIGNED AND INSTALLED SO IT MATTE SCREENING UNDISNRRED EARTH SO AS M SUPPORT SEES A WE ENDNUT 6 OR 4 POPE CEMENT LEAD RUPEE IRISH PIPE CLASS 52 LENGLI TO FIT PUBLIC WORKS 3", 4" 8 BY COMPOUND DOMESTIC M. PIN - 300,4 4 • DEPARTMENT WATER METER ASSEMBLY MARCH 2010 rW"N6 v 8"& 10"DOUBLE DEBCTOR CH9CK ASSShiBLYWITHOUT STANDPIPE OU731DEEVSTALLA77ON N.T.S. STD. PEAK - 360.4 KBow lxhE'sbNOWA CMlb*myvjft CAMON.• ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PLAINS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING ME HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE W 1-600-424-5555 POTHERING ALL OF ENE EXISTING UTILITIES AT LOCATIONS OF NEW UDEN CROSSINGS TO PHbICALLY VERIFY WHETHER OR NOT CONFLICTS EXISC LOCATIONS OF SUE UTILITIES AS SHOWN ON THESE PUNS PRE BASED UPON THE UNVERIFIED PUBLIC MOLOKAI AND PRE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, ME CONTRACTOR SHALL CONSULT MEN INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. R-382041 W-382004 S-382004 A,� BUILT